首页|期刊导航|东南大学学报(英文版)|基于梯度耦合自编码器与全连接网络的桥梁传感器数据重构与结构损伤识别

基于梯度耦合自编码器与全连接网络的桥梁传感器数据重构与结构损伤识别OA

Reconstruction of bridge-sensor data and detection of structural damage based on gradient-coupled autoencoder and fully connected network

中文摘要英文摘要

为了提升桥梁传感器数据压缩编码的效率与任务适配性,提出了一种双任务并行机器学习框架.该框架由一个卷积自编码器(CAE)和一个全连接神经网络(FCNN)组成,利用梯度耦合机制(GCM)实现高效并行的数据压缩重构与损伤识别.该框架在一座三跨连续梁桥缩尺模型上进行了实验验证.实验结果表明,在传感器网络40%节点缺失的情况下,模型仍能取得R2为0.916、NRMSE为0.028 8的全传感器网络重构效果;在SNR为12 dB的高噪声水平影响下,模型仍取得R2为0.910、NRMSE为0.025 3的重构效果;在结构损伤空间定位与损伤程度识别的46个工况中,模型均取得了99.3%以上的识别精度.此外,模型训练时长与训练迭代次数相较于传统两阶段机器学习框架降幅分别达54.4%和45.5%.

A dual-task parallel machine learning framework was developed by integrating a convolutional autoencoder(CAE)and a fully connected neural network(FCNN)via the gradient-coupled mechanism,enabling simultaneous data compression-reconstruction and structural damage iden-tification.Under the condition where 40%of the sensor nodes are missing,the model successfully reconstructs the full sensor network with an R² of 0.916 and normalized root mean square error(NRMSE)of 0.028 8.Even under sig-nificant noise contamination with an SNR of 12 dB,the model maintains strong reconstruction performance,achiev-ing a R² of 0.910 and NRMSE of 0.025 3.Forty-six struc-tural damage scenarios were simulated using the scaled bridge model.The accuracy of spatial localization and quan-tification of the damage severity using the framework ex-ceeds 99.3%.The proposed framework reduces the training time by 54.4%and iteration counts by 45.5%compared to conventional two-stage machine learning approaches,dem-onstrating the efficiency of gradient-coupled optimization.

段元锋;丁芃尧;段政腾;郑荣俊

浙江大学建筑工程学院,杭州 310058浙江大学建筑工程学院,杭州 310058浙江大学建筑工程学院,杭州 310058浙江大学建筑工程学院,杭州 310058

建筑与水利

结构健康监测机器学习数据压缩损伤识别卷积神经网络全连接神经网络梯度耦合机制

structural health monitoringmachine learningdata compressiondamage identificationconvolutional neural networkfully connected neural networkgradient-coupled mechanism

《东南大学学报(英文版)》 2026 (1)

1-11,11

The National Natural Science Foundation of China(No.52361165658,U24A20169).

10.3969/j.issn.1003-7985.2026.01.001

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